چکیده مقاله
Soil cement stabilization is a technique used worldwide in construction to improve the engineering properties of soils This technique is used on variety kind of soil often under environmental extremes This paper investigates the resultant density, optimum water content and compressive strength when cement is used to improve the properties of a clay soil A series of compaction tests were conducted on mixture of soil cement Furthermore, a number of unconfined compressive strength tests were performed on different soil cement samples The results indicated that maximum dry density and optimum water content change with different percent cement under same compactive effort and unconfined compressive strength increases approximately linearly with cement content
کلیدواژهها
نویسندگان
I. Beytolahpour
Msc student of Water structrual Engineering, University of Tehran, Karaj ۳۱۵۸۷ ۷۷۸۷۱, Iran
A.R. Estabragh
Faculty of Soil and Water Engineering, University of Tehran, Karaj ۳۱۵۸۷ ۷۷۸۷۱, Iran
S.R. Ghaffarian
Polymer Engineering Department ,Amir Kabir University of Technology,Tehran ,Iran
شیوه ارجاع
Beytolahpour, I. and Estabragh, A.R. and Ghaffarian, S.R.,1388,Mechanical Behaviour of Soil-Cement,8th International Congress on Civil Engineering,Shiraz
ارائهشده در
مجموعه مقالات هشتمین کنگره بین المللی مهندسی عمران21 اردیبهشت 1388 · شیراز